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s <br />h <br />Turns <br />e <br />V <br />� <br />.E.f <br />78 <br />V 79'% <br />:/ <br />P- AN/NG ASPf1A L T <br />CC0A1CR,E TE PA 1/,f MEN T <br />3 /a. 78 A SO to Sta. 78 � 75' // / S. y. <br />SAA 87v-OZj- to ..Sla. 87/•27e 89 S. y <br />S4r- L39�d7t to Sto: 89f -92t 89 S. y <br />fo S ta. 931ASO /// S. Y. <br />Tofu/ 400 S. Y <br />F,A SP11-1AL T CONCR,E T,,E (7y-,,ve S) <br />Z 00014io" Qya'#7 � y <br />Star. 7e fs© fo S�`a. 871` 27 - 629 Toms <br />Sfa. 89 t67!` to Sta. 93�S62 264 TDns <br />A . C Di k� e Toms <br />Tofcr/ 891 r r7S <br />IOV A CZ" ASPHALT CONCji�E T� <br />.011r.E (Typ e A) <br />rC 0 C 1/e7/7 <br />Sfir, 9/f 00 '40 3 A - 92 <br />PA VZ -MLN T 1?Z-INA-CIRC/NG' <br />fAB1,FIC <br />Stu. 78t 7s' to Stra. $7t27t 2,272 S.Y <br />Sta. 89 f67f to Sta. 93 t2�f` 9Vs S. y <br />To fa/ 1,227 S. Y, <br />ROAD FILE INDEX <br />jZ Cor -7s trvC fio,.? <br />82 <br />S"tcr fe High wcr y 9 9 <br />'Y I <br />` I <br />� I <br />s I <br />ZXis /ir>g A. C: Dikes to -_ <br />remcrir� ire ,,�/ace, ` <br />M <br />It I" / <br />4 <br />1 V i <br />I ' <br />-1 <br />i <br />s -a I iI s0 <br />7-rcr,-17,5: ( N N Trcrr7s <br />_ 'A3 S/4 le High wa y 99 <br />3 <br />�Z-- <br />00' <br />80' 0 ii /iii r- I <br />rerr74r1r7� 117 p /ace . <br />--_— <br />N,fit----=_____ <br />86 X37 � 88 89 9/ 92 p 93 94 <br />I � <br />I w O a 7 0e o 117 of Asp ball Cor7cre to F'lax7i)757 <br />I �, ■ L oca/-I rw of Asphcrlf Comore to i'/a ovi)V <br />Va-ricr6 /e o'ep �h Asphalt Cor7ere fe <br />z = Traf'f'ic Flow directi5,17 <br />R4 A N <br />/. Shov/der grad1,-?q , iF regvired, vvi// be ars <br />ct'ire c fe c2' <br />by the .E/7gineer." PayrrWer7 f P01' <br />tfTi s wrack wi/1 b a b y Bern <br />Accovr7;�- <br />E, <br />State Hi hway 99 0verC/1o3s117 �,eXislir7q A.C. <br />%rQ'i'7s- __-- 9 _... '01A e to re ?7471%7 <br />Not Cr part of /his pr©Jett <br />Corrections By'-- ___ .._...-.- _ <br />Dat <br />Any esufn lysing This Dr -°ya ng Should Verify <br />A0 Ir!fi t +'ration By Inspecting The Site Of Work <br />'5Caie en Feet <br />0. 04' A.6' Depth <br />(Ty -R.) <br />in place. <br />/¢c:i" <br />470175 7.4 <br />,G irrri fs o F C'/e grin q orr�cr' �rvbbir� q <br />-.-.-__.__.e <br />24 " fcr�rerrrer� f �eir�forciny Fcr,bric <br />Yam <br />TYP/CA,L SECTJON <br />No SC ale <br />MWA <br />0 c4r. 7/ r, fU 0 cor 92 r -O <br />R. e O axis tirr 9 A . C. Dike, <br />Place 16,4- F. A . C. <br />C>ike rry/oe A), S. f. A 73. <br />-----------------j <br />10.30 " Asphall Cor7cre to <br />WiQ'fh Varies where A. C Dikes are <br />axis tin y . fv face 0/' 0'1X -e. <br />/I/o 1-e = The width of a s l;ra/f cor7cre to ,oar v"291 <br />.shalt be 91„aa <br />rxr7d Sta. 9265 (R,:) to supporf 17e w <br />A. C. Dike. <br />Cii7ish Course <br />��f Reir�r`'©rcir�q fabric <br />/�” "A • C. L e ve lir�q Co urs e <br />DT7A A <br />No Scar/e <br />DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE C' f -f -f ,IQQ�,�� 1?0A D <br />I COUNTY OF SAN J OAQ U i N SCALE: PROJECT <br />Cela -S1d7 � J� t_ -- g � O7wnu.d J1,01'r �l 5,-;)'.`.,4.� � �/8'� Approaches fo SAale Highway 99 Overpass <br />I <br />M <br />Trcrrjs <br />fi <br />W <br />J <br />IL <br />,EA S T S TOC�T0111 S'Ti4',�'�TS SHEET NO. SHEETS 19 <br />1R,ESlURFA C//VG 498 7 3 <br />